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Volumn 54, Issue 276, 2004, Pages 5-15

A comparative experimental study of steel fibre-additive reinforced concrete beams;Investigatión experimental comparativa de vigas de hormigön reforzado con fibras de acero

Author keywords

Mechanical strengths; Reinforced concrete; Steel fibre

Indexed keywords

ADDITIVES; COMPRESSIVE STRENGTH; CONCRETE BEAMS AND GIRDERS; CRUSHING; ELASTIC MODULI; ELASTICITY; FIBERS; FRACTURE TOUGHNESS; STEEL; STRAIN; STRENGTH OF MATERIALS; STRESSES; STRUCTURAL LOADS;

EID: 9144234300     PISSN: 04652746     EISSN: None     Source Type: Journal    
DOI: 10.3989/mc.2004.v54.i276.252     Document Type: Article
Times cited : (10)

References (13)
  • 2
    • 1642379129 scopus 로고    scopus 로고
    • Norwegian Standard: NS 3473, Norwegian Council for Building Standardization, Oslo, Norway
    • Norwegian Standard: Concrete Structures-Design rules, NS 3473, Norwegian Council for Building Standardization, Oslo, Norway, 1998.
    • (1998) Concrete Structures-Design Rules
  • 3
    • 33751303397 scopus 로고    scopus 로고
    • Strengthening prestressed concrete beams with carbon fibre reinforced polymer plates
    • Trondheim, Norway
    • P. F. Takáes, T. Kanstad: Strengthening prestressed concrete beams with Carbon Fibre Reinforced Polymer plates, NTNU Report R-9-00, Trondheim, Norway, 2000
    • (2000) NTNU Report , vol.R-9-00
    • Takáes, P.F.1    Kanstad, T.2
  • 4
    • 0036766256 scopus 로고    scopus 로고
    • Strengthening of concrete beams using 0nnovative ductile fibre-reinforcemed polymer fabric
    • N. F. Grace, G. Abdel-Saycd, W. F. Ragheb: Strengthening of Concrete Beams Using 0nnovative Ductile Fibre-Reinforcemed Polymer Fabric. ACI Structural Journal (2002), pp. 692-700.
    • (2002) ACI Structural Journal , pp. 692-700
    • Grace, N.F.1    Abdel-Saycd, G.2    Ragheb, W.F.3
  • 7
    • 9144264846 scopus 로고    scopus 로고
    • Flexural toughness as a measure of shear strength and ductility of prestressed fibre reinforced concrete beams
    • Dundee
    • K. A. Paine, K. S. Elliott, C. H. Peaston: Flexural Toughness As a Measure of Shear Strength and Ductility of Prestressed Fibre Reinforced Concrete Beams, International Congress on Challenges of Concrete Construction, Dundee (2002), pp. 200-212.
    • (2002) International Congress on Challenges of Concrete Construction , pp. 200-212
    • Paine, K.A.1    Elliott, K.S.2    Peaston, C.H.3
  • 8
    • 9144226811 scopus 로고    scopus 로고
    • Spacing and width of cracks in polymer modified steel fibre-additive reinforced concrete Flexural Members
    • Dundee
    • N. Ganesan, K. P. Shivananda: Spacing and Width of Cracks in Polymer Modified Steel fibre-additive reinforced concrete Flexural Members, International Congress on Challenges of Concrete Construction, Dundee (2002), pp. 244-253.
    • (2002) International Congress on Challenges of Concrete Construction , pp. 244-253
    • Ganesan, N.1    Shivananda, K.P.2
  • 10
    • 33747067419 scopus 로고    scopus 로고
    • Thesis, Department of Structural Engineering, Royal Institute of Technology, Stockholm, Sweden
    • T. Hartman: Steel fibre-additive reinforced concrete, Thesis, Department of Structural Engineering, Royal Institute of Technology, Stockholm, Sweden, 1999.
    • (1999) Steel Fibre-additive Reinforced Concrete
    • Hartman, T.1
  • 11
    • 0003190541 scopus 로고    scopus 로고
    • Test and design methods for steel fibre-additive reinforced concrete: Bending test
    • RILEM TC162-TDF: january-february
    • RILEM TC162-TDF: Test and design methods for steel fibre-additive reinforced concrete: Bending test. Materials and structures, Vol. 33, january-february (2000), pp 3-5.
    • (2000) Materials and Structures , vol.33 , pp. 3-5
  • 12
    • 0003190539 scopus 로고    scopus 로고
    • Test and design methods for steel fibre-additive reinforced concrete: S-e design method
    • RILEM TC162-TDF: march
    • RILEM TC162-TDF: Test and design methods for steel fibre-additive reinforced concrete: s-e design method. Materials and structures, Vol. 33, march (2000), pp 75-81.
    • (2000) Materials and Structures , vol.33 , pp. 75-81


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.